钢管约束混凝土组合结构研究现状

引用文献:

赵迪 张纪刚 时成龙 张宜聪. 钢管约束混凝土组合结构研究现状[J]. 建筑结构,2023,48(03):41-51.

ZHAO Di ZHANG Jigang SHI Chenglong ZHANG Yicong. Research state of steel tube confined concrete composite structure[J]. Building Structure,2023,48(03):41-51.

作者:赵迪 张纪刚 时成龙 张宜聪
单位:青岛理工大学土木工程学院
摘要:钢管约束混凝土(steel tube confined concrete, STCC)组合结构,就是在钢管内部浇筑混凝土,通过构造作用(在柱端将钢管断开)使得荷载仅施加在核心混凝土上。由于钢管只对核心混凝土起约束作用,不承担纵向荷载,从而有效地提高了混凝土的抗压强度和延性,钢管约束混凝土具有承载力高、延性好、施工方便、经济性能显著等优点。首先回顾了钢管约束混凝土组合结构的发展历史,然后从构件、节点和结构三个方面综述了钢管约束混凝土组合结构的研究现状、主要的理论发展和技术成果,最后总结了现有研究的不足。总之,建议提出更多材质、更多构造的金属管约束混凝土结构新体系,进一步研究该类结构的关键构造和动力特性,提出切实可行的设计方法并形成统一的设计规范。
关键词:钢管约束混凝土;构件;节点;结构体系;研究进展;
作者简介:赵迪,博士研究生,主要从事结构振动控制方面的研究,Email:790014743@qq.com。张纪刚,博士,教授,博士生导师,主要从事结构振动控制方面的研究,Email:jigangzhang@126.com。
基金:NSFC-山东联合基金(U2106222);国家自然科学基金(52108282);山东省自然科学基金(ZR2021QE053)。
尊敬的用户,本篇文章需要2元,点击支付交费后阅读
参考文献[1] GARDER N J,JACOBSON E R.Structural behavior of concrete filled steel tubes[J].Journal of the American Concrete Institute,1967,64(7):404-413.
[2] TOMII M,SAKINO K,XIAO Y.Earthquake resisting hysteretic behavior of reinforced concrete short columns confined by steel tube[C]//Proceeding of the International Specialty Conference on Concrete Filled Steel Tubular Structures.Harbin,1985:119-125.
[3] 肖岩.套管钢筋混凝土柱结构的发展和展望[J].土木工程学报,2004,37(4):8-12,69.
[4] 周绪红,刘界鹏.钢管约束混凝土柱的性能与设计[M].北京:科学出版社,2010.
[5] 钢管约束混凝土结构技术标准:JGJ/T 471—2019[S].北京:中国建筑工业出版社,2019.
[6] HAN L H,LIU W,YANG Y F.Behavior of thin walled steel tube confined concrete stub columns subjected to axial local compression[J].Thin-Walled Structures,2008,46(2):155-164.
[7] LIU J P,ZHOU X H.Behavior and strength of tubed RC stub columns under axial compression[J].Journal of Constructional Steel Research,2010,66(1):28-36.
[8] AN LE HOANGA,EKKEHARD FEHLING.Numerical study of circular steel tube confined concrete (STCC)stub columns[J].Journal of Constructional Steel Research,2017,136(9):238-255.
[9] 高文才.不锈钢圆管约束混凝土短柱轴压性能研究[D].哈尔滨:哈尔滨工业大学,2016.
[10] SHI J,LI P C,CHEN W Z,et al.Structural state of stress analysis of concrete-filled stainless steel tubular short columns[J].Stahlbau,2018,87(6):600-610.
[11] 叶勇,邓江聪,彭译琳,等.不锈钢管约束混凝土短柱轴压性能试验[J].华侨大学学报(自然科学版),2019,40(4):476-482.
[12] GUO LANHUI,LIU YONG.Behavior of axially loaded circular stainless steel tube confned concrete stub columns[J].Thin-Walled Structures,2019,139(6):66-76.
[13] 田俊.不锈钢-低碳钢复合圆管约束混凝土柱偏压性能研究[D].哈尔滨:哈尔滨工业大学,2017.
[14] ZHANG S M,GUO L H,YE Z L,et al.Behavior of steel tube and confined high strength concrete for concrete-filled RHS tubes[J].Advances in Structural Engineering,2005,8(2):101-116.
[15] 王国兴,张素梅.圆钢管约束钢筋高强混凝土轴压短柱试验研究[C]//庆祝刘锡良教授八十华诞暨第八届全国现代结构工程学术研讨会论文集.天津,2008.
[16] 刘界鹏,张素梅,郭兰慧.圆钢管约束高强混凝土短柱的轴压力学性能[J].哈尔滨工业大学学报,2008,40(4):528-531.
[17] 张素梅,刘界鹏.圆钢管约束高强混凝土轴压短柱的试验研究与承载力分析[J].土木工程学报,2007,40(3):24-33.
[18] 邹定华.核心混凝土膨胀对钢管混凝土轴压性能的影响[J].河南理工大学学报(自然科学版),2011,30(5):590-595.
[19] WANG J Z,CHENG L,ML S,et al.Axial load behavior and strength of tube-confined steel-reinforced short columns with ultra-high-strength concrete[J].Advances in Structural Engineering,2018,21(3):428-444.
[20] 冉江华.FRP-钢复合管约束混凝土短柱轴压力学性能[D].大连:大连理工大学,2014.
[21] 张硕.CFRP-钢复合管约束型钢高强混凝土短柱的偏压力学性能研究[D].大连:大连理工大学,2019.
[22] 张依睿,魏洋,柏佳文,等.纤维增强聚合物复合材料-钢复合圆管约束混凝土轴压性能预测模型[J].复合材料学报,2019,36(10):2478-2485.
[23] 郭莹,许天祥.圆CFRP-钢复合管约束高强混凝土短柱轴压试验研究[J]建筑结构学报,2019,40(5):123-131.
[24] 苗亚军.圆CFRP-钢复合管约束混凝土短柱轴压静力性能试验研究[D].哈尔滨:哈尔滨工业大学,2015.
[25] 蒋治鑫.CFRP钢管约束混凝土柱轴压承载力研究[D].大连:大连海事大学,2017.
[26] WANG JIZHONG,CHENG LU.Compressive behavior of CFRP-steel composite tubed steel-reinforced columns with high-strength concrete[J].Journal of Constructional Steel Research,2018,150(11):354-370.
[27] 成璐.CFRP-钢复合管约束型钢高强混凝土轴压短柱力学性能[D].大连:大连理工大学,2018.
[28] 刘建伟.CFRP-钢/FRP复合管约束型钢高强混凝土轴压短柱力学性能研究[D].大连:大连理工大学,2017.
[29] LIU J P,XU T X,WANG Y H,et al.Axial behaviour of circular steel tubed concrete stub columns confined by CFRP materials[J].Construction and Building Materials,2018,168(4):221-231.
[30] 梅宝瑞.CFRP约束钢管混凝土偏心受压柱的力学性能研究[D].大庆:东北石油大学,2019.
[31] 黄平冬.GFRP-钢复合管约束钢筋混凝土短柱循环轴压力学性能研究[D].大连:大连理工大学,2016.
[32] 铝合金结构设计规范:GB 50429—2007[S].北京:中国计划出版社,2008.
[33] ZHOU F,YOUNG B.Tests of concrete-filled aluminum stub columns[J].Thin-Walled Structures,2008,46(6):573-583.
[34] ZHOU F,YOUNG B.Concrete-filled double-skin aluminum circular hollow section stub columns[J].Thin-Walled Structures,2018,133(12):141-152.
[35] 宫永丽.常用金属管混凝土柱力学性能的试验和理论研究[D].哈尔滨:哈尔滨工业大学,2011.
[36] 查晓雄,宫永丽.新型金属管混凝土柱力学性能研究Ⅰ:轴压短柱强度承载力的研究[J].建筑钢结构进展,2012,14(3):12-18,35.
[37] 李翔宇,邢国华,张蓬瑶,等.7075高强铝合金管约束混凝土柱轴压承载力计算[J].工业建筑,2020,50(11):162-167.
[38] 周绪红,刘界鹏,张素梅.圆钢管约束钢筋混凝土短柱的轴压力学性能[J].工程力学,2009,26(11):53-59.
[39] 周绪红,甘丹,刘界鹏,等.方钢管约束钢筋混凝土轴压短柱试验研究与分析[J].建筑结构学报,2011,32(2):68-74.
[40] 马忠吉,乔雷涛,王伟,等.矩形钢管约束钢筋混凝土超短柱滞回性能试验[J].哈尔滨工业大学学报,2011,43(8):21-25.
[41] 吴桐.矩形钢管约束钢筋混凝土超短柱抗震性能研究[D].哈尔滨:哈尔滨工业大学,2016.
[42] ZHU J Y,CHAN T M.Experimental investigation on steel-tube-confined-concrete stub column with different cross-section shapes under uniaxial-compression[J].Journal of Constructional Steel Research,2019,162(11):105729.1-105729.14.
[43] 孙凯奇.楔形圆钢管约束混凝土轴心受压性能研究[D].南京:东南大学,2018.
[44] 王宣鼎.钢管约束型钢混凝土短柱轴压及偏压力学性能研究[D].哈尔滨:哈尔滨工业大学,2013.
[45] 周绪红,王宣鼎,甘丹,等.大径厚比圆钢管约束型钢混凝土短柱轴压性能研究[J].建筑结构学报,2015,36(S1):240-246.
[46] 王昕培.圆钢管约束型钢高强混凝土短柱受压力学性能研究[D].大连:大连理工大学,2018.
[47] 陈雄图.圆钢管约束的方钢管混凝土短柱轴压性能研究[D].哈尔滨:哈尔滨工业大学,2019.
[48] 程实.配置复材管内约束的方钢管混凝土柱轴压及抗震性能研究[D].北京:清华大学,2016.
[49] 卢炜.钢管约束的钢管混凝土短柱轴压性能研究[D].哈尔滨:哈尔滨工业大学,2018.
[50] 刘界鹏,张小冬,张素梅.圆钢管约束钢骨高强混凝土短柱轴压力学性能[J].建筑结构学报,2009,30(S2):242-248.
[51] 刘建伟.方钢管约束型钢超高强混凝土轴压短柱的力学性能[J].水利与建筑工程学报,2019,17(2):189-193.
[52] 龚永智,付磊,丁发兴,等.方钢管约束混凝土轴压短柱承载力研究[J].建筑结构学报,2016,37(S1):239-244.
[53] 郝自强.圆钢管约束高纵筋率钢筋混凝土中长柱静力性能研究[D].哈尔滨:哈尔滨工业大学,2012.
[54] 齐宏拓.钢管约束混凝土轴压和偏压构件静力性能研究[D].哈尔滨:哈尔滨工业大学,2014.
[55] 张昊.圆钢管约束高强钢筋混凝土柱偏压力学性能试验研究[D].重庆:重庆大学,2016.
[56] 闫标.钢管约束型钢混凝土中长柱静力性能及设计方法研究[D].兰州:兰州大学,2013.
[57] 周绪红,闫标.不同长径比圆钢管约束钢筋混凝土柱轴压承载力研究[J].建筑结构学报,2018,39(12):11-22.
[58] LIU J P,ZHOU X H,GAN D.Effect of friction on axially loaded stub circular tubed columns[J].Advances in Structural Engineering,2016,19(3):546-559.
[59] LI W,CHEN B,HAN L H,et al.Experimental study on the performance of steel-concrete interfaces in circular concrete-filled double skin steel tube[J].Thin-Walled Structures,2020,149(4):106660.1-106660.13.
[60] GHADAMI J,NEMATZADEH M.Effect of bond shear stress on compressive behaviour of steel tube-confined concrete with active and passive confinement[J].European Journal of Environmental and Civil Engineering,2018,22(7):783-810.
[61] 曲连宇.圆钢管约束钢筋混凝土轴压短柱长期性能研究[D].哈尔滨:哈尔滨工业大学,2019.
[62] NEMATZADEH M,FAZLI S,NAGHIPOUR M,et al.Experimental study on modulus of elasticity of steel tube-confined concrete stub columns with active and passive confinement[J].Engineering Structures,2017,130(1):142-153.
[63] MAHDI NEMATZADEH,SAEED FAZLI.The effect of active and passive confining pressure on compressive behavior of STCC and CFST[J].Advances in Concrete Construction,2020,9(2):161-171.
[64] ABDULLAH ALI J,ZHANG S M,LIU J P.Shear strength and behavior of tubed reinforced and steel reinforced concrete (TRC and TSRC)short columns[J].Thin-Walled Structures,2010,48(3):191-199.
[65] 甘丹,周绪红,刘界鹏,等.钢管约束钢筋混凝土柱受剪承载力计算[J].建筑结构学报,2018,39(9):96-103,111.
[66] ZHOU XUHONG,LIU JIEPENG.Seismic behavior and shear strength of tubed RC short columns[J].Journal of Constructional Steel Research,2010,66(3):385-397.
[67] LIU J P,GAN D,ZHOU X H,et al.Cyclic shear behavior and shear strength of steel tubed-reinforced-concrete short columns[J].Advances in Structural Engineering,2018,21(11):1749-1760.
[68] 黎翔,王宣鼎,周绪红,等.方钢管约束型钢混凝土柱受剪承载力计算[J].建筑结构学报,2020,41(5):129-137.
[69] WANG X D,LIU J P,ZHANG S M.Behavior of short circular tubed-reinforced-concrete columns subjected to eccentric compression[J].Engineering Structures,2015,105(12):77-86.
[70] ZHOU XUHONG,YAN BIAO.Behavior of square tubed steel reinforced-concrete (SRC)columns under eccentric compression[J].Thin-Walled Structures,2015,91(6):129-138.
[71] 高春彦,刘明洋,段雅鑫.圆钢管约束钢筋混凝土偏压构件的受力性能研究[J].建筑结构学报,2019,40(S1):163-170.
[72] ZHOU X H,LIU J P,WANG X D,et al.Behavior and design of slender circular tubed-reinforced-concrete columns subjected to eccentric compression[J].Engineering Structures,2016,124(10):17-28.
[73] YAN B,ZHOU X H,LIU J P.Behavior of circular tubed steel-reinforced-concrete slender columns under eccentric compression[J].Journal of Constructional Steel Research,2019,155(4):342-354.
[74] DU P W,GAN D,YANG Y W,et al.Simplified method for analysis of circular steel tubed-reinforced-concrete columns under eccentric compression[J].Engineering Structures,2019,198(11):109524.
[75] NIE X,WANG W,WANG Y H,et al.Ultimate torsional capacity of steel tube confined reinforced concrete columns[J].Journal of Constructional Steel Research,2019,160(9):207-222.
[76] 于清,陶忠,陈志波,等.钢管约束混凝土纯弯构件抗弯力学性能研究[J].工程力学,2008,25(3):187-194.
[77] 陈志波.钢管约束混凝土压弯构件力学性能研究[D].福州:福州大学,2006.
[78] 黄卫民.基于ABAQUS的方钢管约束混凝土纯弯性能研究[J].西北水电,2018,6(1):95-100.
[79] 王维.压弯扭耦合荷载下钢管约束钢筋混凝土柱力学性能研究[D].重庆:重庆大学,2018.
[80] 王宇航,王维,周绪红,等.压-弯-扭耦合荷载作用下钢管约束钢筋混凝土柱抗震性能试验研究[J].建筑结构学报,2017,38(S1):185-189.
[81] WANG YUHANG,WANG WEI.Ultimate bearing capacity correlation of steel tube confined RC column under combined compression-bending-torsion load[J].Thin-Walled Structures,2019,145(12):1-22.
[82] LIU J P,ZHANG S M,ZHANG X D,et al.Behavior and strength of circular tube confined reinforced-concrete (CTRC)columns[J].Journal of Constructional Steel Research,2009,65(7):1447-1458.
[83] 甘丹,周绪红,刘界鹏,等.圆钢管约束钢筋混凝土短柱往复荷载作用下的组合效应[J].建筑结构学报,2015,36(S1):222-229.
[84] 周绪红,张素梅,刘界鹏.钢管约束钢筋混凝土压弯构件滞回性能试验研究与分析[J].建筑结构学报,2008,29(5):75-84.
[85] 周绪红,刘界鹏,张素梅.钢管约束型钢高强混凝土压弯构件的抗震性能研究[J].土木工程学报,2010,43(9):1-11.
[86] 周绪红,刘界鹏,张素梅.圆钢管约束钢筋混凝土短柱抗震性能试验研究[J].建筑结构学报,2010,31(7):56-63.
[87] ZHOU X H,LIU J P.Seismic behavior and strength of tubed steel reinforced concrete (SRC)short columns[J].Journal of Constructional Steel Research,2010,66(7):885-896.
[88] GAN D,GUO L H,LIU J P,et al.Seismic behavior and moment strength of tubed steel reinforced-concrete (SRC)beam-columns[J].Journal of Constructional Steel Research,2011,67(10):1516-1524.
[89] ZHANG S M,LIU J P.Seismic behavior and strength of square tube confined reinforced-concrete (STRC)columns[J].Journal of Constructional Steel Research,2007,63(9):1194-1207.
[90] 陶文华.钢管约束混凝土不同模式下的侧向冲击性能分析[D].太原:太原理工大学,2018.
[91] 黄紫青,李晓飞,赵颖华.预加轴力下FRP-钢管约束混凝土构件的冲击性能[J].大连海事大学学报,2019,45(1):110-116.
[92] 肖良才.高纵筋率钢管约束混凝土结构梁柱节点的轴压力学性能[D].哈尔滨:哈尔滨工业大学,2011.
[93] 周绪红,闫标,甘丹,等.圆钢管约束钢筋混凝土梁柱水平加腋节点轴压力学性能试验研究[J].建筑结构学报,2013,34(S1):59-65.
[94] 王言.外加强环式圆钢管约束型钢混凝土柱-钢梁节点抗震性能试验研究[D].西安:长安大学,2018.
[95] 宋龙飞.圆钢管约束型钢混凝土柱-钢梁节点轴压性能理论与试验研究[D].西安:长安大学,2019.
[96] CHENG G Z,ZHOU X H,LIU J P,et al.Seismic behavior of circular tubed steel-reinforced concrete column to steel beam connections[J].Thin-Walled Structures,2019,138(5):485-495.
[97] 程国忠.圆钢管约束混凝土柱-钢梁框架节点抗震性能研究[D].重庆:重庆大学,2018.
[98] GAN D,ZHOU Z,YAN F,et al.Shear transfer capacity of composite sections in steel tubed-reinforced-concrete frames[J].Structures,2017,12(11):54-63.
[99] 甘丹,周绪红,闫标,等.圆钢管约束钢筋混凝土环筋式节点受力性能试验研究[J].建筑结构学报,2018,39(4):91-101.
[100] 闫标.圆钢管约束RC柱-RC梁框架节点静力与抗震性能研究[D].兰州:兰州大学,2018.
[101] 何伟.钢环加强圆钢管约束混凝土梁柱角节点轴压性能研究[D].成都:西华大学,2019.
[102] 朱纪钊.加强环式圆钢管约束型钢混凝土柱-钢梁节点抗震性能及设计方法研究[D].西安:长安大学,2019.
[103] 丁武侠.RC梁-圆钢管约束型钢混凝土柱环梁节点抗震性能试验研究[D].西安:长安大学,2018.
[104] 丁武侠,毛路.新型钢管约束混凝土环梁节点轴压性能有限元分析[C]//第十七届全国现代结构工程学术研讨会论文集.天津,2017.
[105] 聂少锋,叶梦娜,武杨凡,等.方钢管约束型钢混凝土柱-RC环梁节点抗震性能[J].建筑科学与工程学报,2019,36(2):84-91.
[106] 韦帅.圆钢管约束型钢混凝土柱-RC梁节点轴压性能理论与试验研究[D].西安:长安大学,2017.
[107] 程春健.圆钢管约束钢筋混凝土柱-RC梁节点轴压力学性能研究[D].哈尔滨:哈尔滨工业大学,2014.
[108] ZHOU XUHONG,CHENG GUOZHONG,LIU JIEPENG.Behavior of circular tubed-RC column to RC beam connections under axial compression[J].Journal of Constructional Steel Research,2017,130(3):96-108.
[109] WANG H C,ZHOU X H,LIU J P,et al.Seismic behavior of steel tube confined reinforced concrete double-column bridge bents[J].Journal of Constructional Steel Research,2020,166:105919.
[110] ZHOU X H,WANG H C,WANG X D,et al.Seismic behavior of dumb-bell steel tube confined reinforced concrete piers[J].Engineering Structures,2020,206(3),110126.1-110126.13.
[111] 全学友,庄棱凯,吴德宽,等.基于钢管约束混凝土概念的方形截面框架柱局部高度范围受压承载力加固试验研究[J].建筑结构,2020,50(13):64-70,100.
[112] 宋杨.钢管约束混凝土在桥墩加固中的应用[J].四川水泥,2019(1):105.
[113] 韩凤丽.带楼板圆钢管约束RC柱-RC梁中节点抗震性能研究[D].重庆:重庆大学,2017.
Research state of steel tube confined concrete composite structure
ZHAO Di ZHANG Jigang SHI Chenglong ZHANG Yicong
(College of Civil Engineering, Qingdao University of Technology)
Abstract: Steel tube confined concrete(STCC) composite structure is to pour concrete inside the steel tube, so that the load is only applied to the core concrete through the structural action(breaking the steel tube at the column end). As the steel tube only has constraint to the core concrete, it does not bear any load longitudinally, thus effectively improves the compressive strength and ductility of the concrete. STCC has high loading capacity, good ductility, construction convenience, remarkable economic performance and other advantages. Firstly, the development history of STCC composite structure was reviewed, and then the research status, main theoretical development and technical achievements of STCC composite structures were summarized from three aspects: members, joints and structures. Finally, drawbacks of these studies were mentioned in the end. In conclusion, it is suggested that a new system of concrete structure confined by metal tube with more materials and structures should be proposed to further study the key structure and dynamic characteristics of this kind of structure, put forward the feasible design method and form the unified design criterion.
Keywords: steel tube confined concrete; member; joint; structure system; research progress
597 0 0
文字:     A-     A+     默认 取消